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[M(Q)If~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN OPEN STRUCTURES. ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~[N)~~c~cll(Q)~[K\ (Q)~~~ ~1F[g1(lJJ~trQJJ~~ ~~~~QJJ~ ~~~[N] ~[H]~[R1u ~(Q)~[FJ(Q)~~U~ ~~~~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u G .g~ 19'-2" 19"..'.:,)",:4 19'-1 20'-1" 20'-9" 17'-6" 17'--; 17'-11" 18'-6" 19'-3" 16'-2" M ~OO A 16'-4" 16'-8" 17'-3" 18'-0" U -."''' ...~.,,~_.,- .'0; ALUMINUM I G .032 21'-5" 21'-6" 21'-9" 22'-2" 22'-10" 19'-6" 19'-8" 19'-11" 20'-5" 21 '-1" 18'-1" 18'-2" 18'-6" N E 19'-0" 19'-9" """".':~"."" . . . . . . . .. ,........ U G .024 21'-4" 21'-5" 21'-9" 22'-2" 22'-10" 19'-6" 19'-7' 19'-11" 20'-5" 21'-1" 18'-0" . . . . . . . . . . . , .. ...... M ~OO A 18'-2" 18'-0' 19'-0" 19'-9" . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . G .032 24'-1 24'-8" 24'-11" 25'-4" _ 2S'-10" 22'-S" 22'-6" 22'-10" 23'-3" -=: ~ ' ' , ' , '.'... '.', ~q~~, '.' '..,'.',','-:-': ""- E 23'-10" 20'-9" 20'-11" 21'-2" 21'-8" 22'-3" . . , . . . . . . . . . . . . . . . . . . . . S G ':':':': -:': -: -: -: ':-:~.':.:-:-:':':- N ~OO A .024 23'-11" 24'-0" 24'-,3" 24'-8" 2S'-2" 21'-10" 21'-11" 22'-2" 22'-1' 23'-3" 20'-2" 20'-3" 20'-1 21'-1" 21'-8" A U P G .032 27'-f5' 27'-1 27'-10" 28'-2" 28'-8" 2S'-2" 25'-3" 25'-6" 25'-10" 26'-5" 23'-3" 23'-4" 23'-1' 24'-0" 24'-, E ALUMINUM G .024 26'-2" 26'-3" 26'-6" 26'-11" 27'-S" 23'-11" 24'-0" 24'-3" 24'-8" 2S'-2" 22'-2" 22'-3" 22'-10" 22'-11" 23'-6" N @OO A U G .032 30'-2" 30'-3" 30'-6" 30'-9' 31'-3" 27'-1' 27'-8" 27'-10" 28'-2" 28'-8" 2S'-6" 25'-1 2S'-10" 26'-3" 26'-9" FOAM - 1.0# DENSllY E.P.S. L E ALUMINUM- 3105-H14jH25 ALLOY 0 -a- .024 30'-2" 30'-3" 30'-5" 30'-9" 31'-2" 27'-6" 27'-1 27'-10" 28'-2" 28'-7" 2S'-6" 25'-1' 25-10" 26'-2" C (?)OO A 26'-9" U PATENT # 4,769,963 & 5,086,599 K G .032 34'-2" 34'-4" 34'-6" 34'-10" 3S'-2" 31'-3" 31'-4" 31-6" 31'-10" 32'-3" 28'-11" 29'-0" 29'-3" 29'-1' 30'-0" E ~[L lf~[g1~~If~ (Q)~~~ ~1f~QJ]CCIfQJ][g1~ ~~o ~~~[M ~[HJ~[g1u [Q)~~[Q) ? [L~~~ 1l(Q) ~[Q) ~[N] [Q) ff (Q)[gl ~~(Q)\Wl ~(Q) ~[Q) A PANEl LOADING OL + LL @ 22 #/SQ. FT. DL + LL @ 32 #/5Q. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 #/SQ. FT. L THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' u G .024 15'-10" 1S'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8"- 14'-5" lS'-4" 11'-5" 11'-7" 12'-0" 12'-1 ," 13'-' '" 9'-10" 10'-0" 10'-1 1 1 '-6" 12'-7" ~OO A M U I G .032 17'-8" 17'-9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 1S'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 1S'-1" 10'-11" 1 1 '-1" 11'-8" 12'--6" 13'-6" N E U G .024 17'-1 17'-9" 18'-1" 18'-1' 19'-4" 14'-1' 14'-9" 1S'-2" 1S'-9" 16'-8" 12'-9" 12'-11" 13'-4" 14'-1" 1S'-0" 10'-11" 1 1 '-1" 1 1 '-8" 12'-6" 13'-6" A M ~OO U G .032 20'-4" 20'-S" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-11" 18'-8" '4'-8" 14'-10" 1S'-3" lS'-10" 16'-9" 12'-7" 12'-9" 13'-3" 13'-1'" 14'-11" E S X .024 21'-3" 1 6- 4" 16'-6" 1 6-10" 17' -5" 18'-2" 14'-3" 14'-S" 14'-10" 16'-4" N @OO 19'-9" 19'-10" 20'-1" 20'-1' 1S'-6" 12'-3" 12'-5" 12'-10" 13'-8" 14'-1' A u P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" '8'-11" 19'-3" 19'-9" 20'-6" 16'-S" 16'-1 1 6,'-1 ," 17'-6" 17'-10" 1 4'-1" 14'-3" 14'-8" 1S'-4" 1 6' '::3;' E N @OO X .024 21'-1 21'-9" 22'-0" 22'-5" 23'-'" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 1S'-8" 15'-9" 16'-2" 16'-9" 17'-7" 13'-S" 13'-1' , 4'-0" 14'-8" lS'-1' U G .032 24'-11" 2S'-0" 25'-3" 2S'-8" 26'-2" 20'-8" 20'-9" 21'-1" 21-5" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-9" 1S'-6" 15'-1 1 6'-0" 16'-7" 17'-5" L E 0 X .024 24'-1'" 2S'-O" 2S'-3" 2S'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-8" 1S'-6" lS'-1 16'-0" 16'-1 17'-S" c ~OO U K G .032 28'-3" 28'-4" 28'-1' 28'-'1" 29'-S" 23'-5" 23'-6" 23'-9" 24'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 17'-1' 17'-8" 17'-1' '8'-1' 19'-3" E REVISIONS 1 96 I'-I'-N 1J')NO N(Qal 1J')NN I I I 0)1J').q- N1J')1J') NaJaJ I I I Ol"")1't') 0-- aJalaJ ..!....Jx <.0:( wUu- 00 -...J 3 Z o ~ < z o .0:(.0:( 00 ~- ~ ~o z...J .o:(U- m . ~~ :).0:( m::tl'- en I'- OOID 1J')...J.q- 1't')01't') SCAL.E. NONE OATEI 7 94 [l@W[J'@[Ji)@@ ~a ~@[Ji)ITlj(~i1il~ ~a~a CIVIL ENGINEER - DEVElOPMENT CONSULTANT (Ql~"i1 1139 HERBERT STREET \8)~ U PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774